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Home > english-chinese > "natural slope" in Chinese

Chinese translation for "natural slope"

天然边坡
天然坡度
天然斜坡
自然坡度
自然倾角


Related Translations:
bar slope:  斜撑斜度
slope conveyer:  倾斜输送机倾斜运输机
slope curvature:  坡曲率
slope front:  坡前沿
band slope:  岸坡
volcanic slope:  火山坡
slope design:  边坡设计
slope registration:  斜坡登记
sloping layers:  斜砌层
sloping beam:  斜梁
Example Sentences:
1.Slope excavation will influence the original stress field inside the natural slope
摘要边坡开挖会影响自然斜坡内部应力场的原始状态。
2.Analysis of slope stability is one of the most important problems in geotechnical engineering . the stability of all kinds of natural slope , higeway , airport , refuse dump , dam , fill , excavation need to be analysed
在土木工程中,边坡稳定分析十分重要,如各种各样的天然边坡、高速公路、机场、填埋场、土石坝工程、各种填方、挖方工程等等都需要进行稳定分析。
3.This paper studies the perturbation action of celestial bodies ' movement on the earth from the view of celestial mechanics , and furthermore analyzes the effect of celestial bodies ' movement on the natural slope stability due to phosphorus ore mining in mountainous areas
摘要针对宜昌磷矿高陡山区地下开采对上部山体稳定性影响,从天体力学的角度探讨天体运动对地球的摄动作用,并分析月球运动的引力对山区磷矿自然坡失稳的影响。
4.With synthesize slope ratio increasing , the stability of cutting slopes decreases , but the stability of sharpen slope affected by natural slopes ratio changes rarely , the stability of cutting slope that height is 30m is change notably due to slope type , whose single slope ratio with madao is inferior to the slope that upper ratio is less than lower ratio with platform in middle part . but the stability of cutting slope with 50m height is little change with the slope type change . with same stratum , slope height , slope type , the cutting slope is inferior to the sharpen slope in stability
结果表明,地层含水量在12 . 0 18 . 0变化范围内,各种挖方边坡稳定性均随湿度的增大而显著降低;路堑边坡的稳定性随综合坡比的增大而降低,但削坡受自然坡比影响,随综合坡比的增大其稳定性基本不变;坡高30m的路堑边坡稳定性因坡型改变而有明显变化,且单一坡比多级马道型边坡的稳定性较上缓下陡平台型边坡的稳定性差,但坡高50m的路堑边坡稳定性因坡型变化而基本不变;当坡高、坡型、地层条件相同时,路堑边坡的稳定性较削坡的稳定性差。
5.The unsaturated soil water movement formula is adopted for calculated the transient water content within the slope . with equilibrium method the stability of soil - nail bracing structure of unsaturated soil slope is analyzed considering the connection between the shear strength of unsaturated soil and water content . genetic algorithm is introduced for searching the minimum factor of safety of natural slope and soil - nail bracing in unsaturated soil
运用非饱和土水分子运动方程,求解降雨入渗条件下边坡土体的瞬态体积含水量,又考虑到其与非饱和土抗剪强度的关系,利用极限平衡理论推导了非饱和土边坡土钉支护整体稳定性最小安全系数f _ ( s , min )公式。
6.The related problems design of pile foundation of construction , in the filling soil field with slope on natural slope , were been analyzed . the theory formula were been put and successfully applied to the pile foundation conputation and design of the bank house in the new town . it may be used to design for pile foundation in similar field and foundation of construction
根据填土场地的实际情况,首先对山区斜坡上的镇土边坡边缘附近,建筑物桩基础设计计算的有关问题进行了分析,建立了相关的计算式,然后以某水电站库区移民新集镇信用社综合楼桩基础设计计算为例,阐述了其应用效果。
7.( 2 ) according to the forming model of the deep pull cracks , they can be divided into three classes pulled cracks - , pressed cracks and sheared cracks . ( 3 ) based on the two - dimensional and three - dimensional finite element methods . the following results can be affirmed : in the slope excavating process , the base surface will rebound in the direction of the excavating surface ' s excerior normal . the maximal displacements of the left and right bank are + 3 . 6cm and + 2 . 4cm ; the arch abutment will rebound in the direction of the river valley , the maximal displacements of the two bank are + 3 . 5cm and + 2 . 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction . the maximal displacements are + 2 . 1cm and + 1 . 7cm . ( 4 ) the natural slope is stable
( 3 )通过二维及三维有限元分析得知,左右岸拱肩槽边坡在开挖过程中,开挖底面主要表现为朝开挖面外法线方向发生回弹,左右岸最大位移量分别为+ 3 . 6cm 、 + 2 . 4cm ;拱端面主要表现为向河谷方向发生侧向回弹,左右岸最大位移量分别为+ 3 . 5cm 、 + 2 . 2cm ;上下游坡面主要表现为向临空方向的回弹,左右岸最大位移量分别为+ 2 . 1cm 、 + 1 . 7cm ;开挖使岩体产生由卸荷回弹导致的倾倒拉裂现象。
8.The fieldworks and the test results show that there appears three failure models on the natural slope , that is , rotational slide , translational slide and earth flows . triaxal tests , including the isotropical consolidation drained and undrained compression and anistropically drained tests , are performed on loosely compacted specimens . the critical state line ( csl ) is obtained in the e - lgp " plot based on the results of the above tests
在野外调查的基础上,结合试验成果分析,初步得出自然斜坡破坏的模式,包括旋转型滑动、平移型滑动及土流等;并对暴雨滑坡转化成泥石流的影响因素和碎屑物质的运动距离作了定性分析;初步分析了滑坡转化成泥石流的流态化机理。
9.On the basis of on - the - spot investigation and information , this article puts forward the stratum separation scheme and field criterion for projects in gansu loess areas ; presents the geological structure model of the natural slope in this area for the first time ; counts and analyses the parameter of the loess ; analyses the stability of loess cut with the method of ultimate balance and finite element ; recommends different transect forms for the cut subgrade in gansu ' s loess areas ; evaluates these forms with grey system theory concerning stability , economy and anti - scour capability ; finally , puts forward the design method and procedures of reasonable heavy cuts transect
本文通过大量的现场调查和资料收集,提出了甘肃省黄土工程地层划分方案和野外判定标准;首次提出了甘肃省黄土自然边坡的不同地质结构模型;统计和分析了甘肃省黄土的土性参数;运用极限平衡法和有限元法对黄土路堑高边坡稳定性进行了分析;推荐了甘肃省不同黄土地区路堑高边坡的断面形式,并结合稳定性、经济性和抗冲刷性能,应用灰色系统理论对其进行评价;最后,提出了黄土路堑高边坡合理断面设计方法和设计步骤。
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